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HomeMy WebLinkAbout19940123 Ver 1_COMPLETE FILE_19940214State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B, Howes, Secretary A. Preston Howard, Jr., P.E., Director March 9, 1994 Mr. Bill Craig CMUD 5100 Brookshire Blvd. Charlotte, N.C. 28216 Dear Mr. Craig: Subject: Proposed fi Sewer line Mecklenburg DEM Project DEHNR 11 in Wetlands or Waters installation County #94123 We have reviewed your request for 401 Water Quality Certification to place fill material in 0.5 acres of wetlands or waters which are tributary to McCullough Branch for sewer line installation located at Nations Ford Road to NC 51 in Mecklenburg County as described in your submittal dated 10 February 1994. Based on this review, we have determined that the proposed fill is covered by General Water Quality Certification No. 2664. A copy of the General Certification is attached. This Certification is necessary for coverage under Corps of Engineers' Nationwide Permit No. 12. This action completes DEM's review under Section 401 of the Clean Water Act. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be final and binding. 1786. If you have any questions, please contact John Dorney at 919-733- Sincerely, l ,- ' q bu- reston cwar.d, Jr. P. E. Cl 94123.1_tr Attachment Cc: Wilmington District Corps of Engineers Corps of Engineers Ashevii.le Field Office Mooresville DEM Regional Office Mr. John Dorney Central Files Michael- lagnocco; Woolper.t P.O, Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% rocycled/ 10% post-consumer paper [I?" ..B law M1':M(I• "VAI )t M "R of I' U IT hl+1N!h'; rrr.,1'T: ial r l?,?'! 1-ilrvt1?AT1 1 ;`11 'Y: 1141. '! I';jt,J i'k I I '1'T V_11 ,I I;i°,. 1 r.1 II : ()3- 0$-34' 1 .> 1'. I s . //- /3 7 M I 'l' 1 i' P' T ! JNI 1 ,,1': , n /A 1 I'' I IV! ' I r 1'' I l ? Y ' h_I f; GJ?'?`!'?.J1TT I?NP I Nd 1`'!"!'il! 1'1, 1, Svc 70 T//t fY/Gf/ 1141116- of 7-11 ?.cit i_L •? SJ T11C SotL RESULT/nlCa FKor1 T-14 SEWER C.IdE ExG?gv?gTion/ Sff?utD ?SE /?Li9?E? oUiS ? DE 71Y J AIC7ZN.?D 4RE.9 . JZ TFRn/ATt ; St ??ic ?e L -,/C Exf?41/i9Tio ?/ ,¢ !? CO ??J??%?anl _ _ is To ?3t Cd^??L ETc i7 i_N S.??q ?L SccTio,./s 2)uR,A1G T#C S4M6- L)6 y ?v acres Wetland area 0-s- Nearest road f/wy -- wjnN.:.ww•wN.yy."?..'w.`CrlhS",?Y^?l?r"X' ...::i•%.::'.:•^L''?3'??.YC?^Y??7"?l l?L:"'^?pyy?y?y!<N Wetlaa Ioca#?on t> ' o Hydrologically connected •.••.•••••?.•••.•••.•••••.•• P Soil series ?.: !: ? r?rprfinrr,inantly nrvanir -: h?ttrnt.a. '' Wetland width L-/ K b feet • •••••.6 ••6 .6 '6* i64 6 64 '.0 i'••' 4 "6 "0 '0••i"4 '0 •'i'•6 4 6 '•'0 '00 0 4' .•S"•••'i?••••a Wetland type (select one) o Other • o Swamp forest o Shoreline • o Bottomland hardwood forest o Stream channel ; • o Carolina bay o Saft marsh • • o Pocosin o /Brackish marsh • o Pine savannah d Freshwater marsh • o Wet flat o Bo fFen • o Perched o Vernal pool ; Water storage ... .. Bank/Shoreline stabilization A<»''"' x 4.00 = Pollutant removal Sensitive watershed - x 1S0 = Wetland scope Wetland score Dispersal corridor Special eWiogical attributes Wildlife habitat x 1.50 = Aquatic Iffe value -?- ' '`:•'' RecreationtEducation z '' '» x 0 25 . Economic value . • . • .. • • • • 0 • • 0 0 0 . 0 • 0 • • so 0 • . • .. • • • • 00 8089986969699 • . Y • • . • . o Hydrologically Isolated ; Dnaiinantegefa on a y . :.,: ..::.:.. . i i Post-It'" brand fax transmittal memo 7671 k of pages ? To c?L a From Co. Co. Dept. l' _ Phone ;C f . U Fax N Fax# WOOLPHERT C/ y 1`11CC11cr sohlllom ? ? ? February 10, 1994 ATTN.: Mr. John Dorney Water Quality Planning Division of Environmental Management NCDEHNR PO Box 29535 Raleigh, NC 27626-0535 RE: SECTION 401 CERTIFICATION McCULLOUGH BRANCH OUTFALL AND PUMP STATION Dear Mr. Dorney: Enclosed please find seven copies of the completed Joint Form with accompanying figures for a Section 401 Certification, in the above referenced matter. The Charlotte-Mecklenburg Utility Department (CMUD) retained Woolpert to provide wetlands and permitting services for this project. The project area is located southwest of Charlotte in the town of Pineville. An overview of the project location is presented on the attached Figure 1. The project, as designed by CMUD, consists of the following: • A new pump station with a capacity of < 1 MGD located along McCullough Branch - a tributary of Sugar Creek • Approximately 5,000 LF of force main; the force main will terminate at an existing manhole with wastewater being ultimately conveyed to the McAlpine Treatment Plant • Approximately 8,000 LF of sanitary sewer gravity trunk lines largely paralleling McCullough Branch • A gravel access road to the proposed pump station. Project elements are depicted on Figures 2, 3, and 4. The purpose and need of the project is to provide and/or improve sanitary sewer service to western Pineville. The westernmost trunk line (see Figure 2) will serve an existing industrial ;I 1,,_1 ( ),ik linult wid (-I id,flh-, N,xth ( om ion 1.tS l.l; SVSt4 I. '0I I I 1.1v '()4 . ". 8""') Mr. John Dorney February 10, 1994 Page 2 park, thereby allowing the abandonment of a small(.= 5,000 gpd), private wastewater treatment plant (WWTP) and it's associated discharge into McCullough Branch. The existing WWTP is reported to have had recurrent discharge violations. The project will also allow the abandonment of an existing pump station in Pineville. This aging pump station has had a history of problems, including odor, overflows, backups, etc. The town has repeatedly requested the removal of this pump station in light of these problems as well as it's location within the town's recreational complex at Jack D. Hughes Memorial Park. This project calls for the abandonment of this pump station with the site being restored to a grassed area. New right-of--way has been acquired for the project. Permanent right-of-way widths for the installation of the sanitary sewer or the force main are 15'. In the area between the proposed pump station and the existing pump station (to be abandoned) the trench will contain a force main and sewer trunk with a resultant permanent right-of-way width of 20'. Right-of-way for the gravel access road will be 30'. The entire 30' will be graded, with gravel being placed on the interior 15'. Temporary construction easements of variable widths will be necessary to facilitate construction. The proposed pump station and gravel access road have been cited in an open pasture, thereby minimizing potential impacts to wetlands and/or wildlife habitat. Similarly, over one-half of the sewer trunk has also been cited in open pasture. The project will result in six stream crossings, the locations of which are indicated on Figures 2 thru 4. The utility lines will be completely buried, with all crossings occurring at a minimum of 1' below the bottom of the channel. At each of these crossings bank stabilization measures will result in rprap being placed in the stream channel, corresponding to the permanent right-of-way width. Riprap placement will result in approximately 0.1 acre of fill being placed in these waters of the U.S. The largest of the stream crossings will occur at Sugar Creek. This crossing is unavoidable given the project's goal of taking the existing pump station off-line. Figure 5 depicts the Sugar Creek crossing while Figure 6 presents a typical section for the remaining stream crossings. Utility placement between the existing Pineville pump station and Sugar Creek will occur in a palustrine forested wetlands. Approximately 450' of wetlands will be excavated and temporarily disturbed for the placement of the sanitary sewer and force main. The wetland area to be disturbed will be limited to the minimum necessary to construct the utility line. Utilizing the maximum allowable construction corridor width of 40' would result in the disturbance of approximately 0.4 acre of wetlands. In accordance with the permit conditions of NWP #12, the preconstruction contours in the wetlands area will be reestablished. Restoration plans will include seeding of disturbed wetlands areas with a commercially available wetland plant seed mix (rye grass and fescues prohibited) immediately upon completion of the installation. All nationwide and regional conditions for NWP #12 and the 401 General Certification will be met by CMUD's design and adhered to by CMUD's contractors. Mr. John Dorney February 10, 1994 Page 3 Records kept at the Office of State Archaeology and at the Survey and Planning Branch of the State Historic Preservation Office in Raleigh were reviewed to determine whether any recorded archaeological sites or historic properties may be impacted by the project. No recorded sites have been identified in the vicinity of the utility project. Thank you for your attention in this matter and the timely processing of this General Certification. A copy of this package has been forwarded to the Corps of Engineers. If you have any questions or wish to discuss the project further, please feel free to contact me. Sincerely, W OLPERT Michael A. Ico Sr. Environmental Scientist Enclosures cc: Bill Craig, CMUD Tom Vandeventer, CMUD g:\mg\wpproj\meckco\mc llbr\cm.ltr DEM ID: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): 2 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WII.MINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilmington, NC 28402-1890 ATM: CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES P.O. Box 29535 Raleigh, NC 27626-0535 ATTN: MR. JOHN DORNEY Telephone (919) 733-5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL IvMANAGF-MENT. PLEASE PRINT. 1. Owners Name: 0-01 ?Zt- 114 kL..eN 802.G, (?1-t t.tTY -DEP02TME,47- 2. Owners Address: 5- I D 0 f? PLO kS 1 ? 12.E PLvp • G-FF} a-Lo TTY N C- 2 8 2-11. 3. Owners Phone Number (Home): (Work): PQ C. 61 -L COAI(f(70413g1511 4. If Applicable: Agent's name or responsible corporate official, address, phone number. 5. Location of work (MUST ATTACH MAP). County: Cl/1 K??Bu2C? csce-F'Gure- 1 Nearest Town or City: P l ney ! ",e, t4C Specific Location (Include road numbers, landmarks, etc.)?? u(¢a 1, 3 d 4) Qf ? ? -? Y pr oo l ?aru??e,?s ou,?k ?3r"cL From t4kAonS ford Rd.' 4a Soul. v? Nc- 51 ; crosJGr ter, 1 Ili in,r,O LAA- ,. -LAtRA ?XD Y^v%AP11 S.l-. -&rrnn9rd brive< j'n ??ne?? 6: Name of Closest Stream/River. PA C'Cu I10141, 13r ,nck- r ? S'o, ar• Cry 7. River Basin: -CX6.XZ100I- 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS U? YES [ ] NO V] 9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO' X If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: < Glt:re * - r, P ra,2 12J4 o rkdt4f W00 NQ QSSD(. • wl 6 Sire A CroSS 11V Drained: D Flooded: 0 'I 11Excavated: 0 ("e"t rili L??1Tvr d?r?? ?? ??? Total Impacted: • < 0 S a c re. r?Sw I°c????/ 12. Description of proposed work ?(Attach PLANS-8 12" X 11" drawings onlly):' rnJ?? 50DO 1r l/rcp- Win ? &nd in" yvmp on ( 1 MIrP) ?-f'an? pvrv?P a r o 5O1vn rox,A,a M?G,,? ? ran If , 6v/a fv a- G-e k- 4;, Cow C.efi? 13. Purpose of proposed work: ra. ryle-Lyer e(VI+ea- //&Avylle F /r??Ira.?e? p 1 _J A-I P.,,Ir . AIIAA.nA1Q ni,?d?P UXVTPd d;.rdar4e Q pvMPSf 1-1 (WI'?, l,'rlory 0>r??os s?/n //ne??%P 14. State reasons why the applicant believes that this taken to minimize wetland impacts.' ?'rd cs ?? a a note measures 15. You are required to contact the U.S. Ash and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed orproposed for listing endangered orthreatened species or critical habitat in the permit area that may be affected by the proposed project Have you done so? YES [ ] NO [ ] N/,, RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [ ] NO[ ] NIA RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. See- r$ vre4 B. If available, representative photograph of wetlands to be impacted by project 141A C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line. 04t^r d- are?,? C-ow vp YVI e4A Cfe4 ?,t, Pe.-W IVe d Vn 4Voi du,6? aid ,,,,,A. Corr fir.,, ?'?ired for p vthis s groje?ct?Irle'l copy ?F'??a?"kzHve D. If a stormwater management plan is rcq E. What is land use of surrounding property? Ar ivy P, r ? 1,/ 4-t m, Iti "A A Pe4, p a..4 ? v re -- r F. If applicable, what is proposed method of sewage disposal? o ve,-fb Ail -A 1 , n. u) wT" P ???:?- ?- Owner's Signature Date Nal. .? i. \ ? • _ ???' gyp. • ??' \ l\ ?? yy° '? ?, ?i'. •`I . ? ? \\?.--:, •\• ;9? ter 1 '1 1 ' \ ?? \ ?? / r -? Cam' ?? ti \r r ?!rk ! \ ter' - \ / rr . `Z ? ?. . Lll H26 .?_'? g! \\sJa? • 3A `' r. • i` it ( ? C-C o .?1 INDUSTRIA ARK JFEXISTING TREATMENT LANT TJp •, ?? ? LLE- 1 MCCULLOUGH BRANCH TRUN .? 39\'?,` -FORCE MAIN & TRUNK ?p?? pG •"^ \ • :' O? ?? EXISTING PUMP STATION END PROJECT F. END PROJECT- o 621 ?r__ /I?i(?< J , ?? ;n '? ? ?., ? ?•-. ti5° ? ? Igo i?• •?,::?. • FORCE MAIN PROPOSED GRAVEL ROAD 9[ + t?, n? f s sal •'. ?..?. f St Pin r; ; ;'• P05ED PUMP STATION PRO ?:=?.. ','• ,fir s2? i r? 9 CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT ENGINEERING DIVISION Q CHARLOTTE, NORTH CAROLINA McCULLOUGH BRANCH OUTFALL AND PUMP STATION O ' 0 I FIGURE NO. SCALE: 1"=2000' .? INDUSTRIAL ?Q j PARK i 1:2 ty Y -EXISTING PRIVATE TREATMENT PLANT (TO- BE ABANDONED END PROJECT w \~McCULLOUGH BRANCH TRUNK 580 A I McCULLOUGH BRANCH yi\ 600 I - WATERCOURSE INVOLVEMENT ! / i l' I it x-620 I ? ?• FOR CONTINUATION szs.7 ( ?' \ 60,1_7 ? i" SEE FIGURE 3 / _ )} CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT ENGINEERING DIVISION CHARLOTTE, NORTH CAROLINA NC 51 G = ?\?\ \ 1YOOR?7 6,72 McCULLOUGH BRANCH OUTFALL AND PUMP STATION FIGURE SCALE: 1"=400' NO. 2 FOR CONTINUATION SEE FIGURE 2 `- 'e Ahr _NC 51 McCULLOUGH BRANCH TRUNK MCCULLOUGH BRANCH ---- - `:' :e , WETLANDS_ PROPOSED < - - / = I GRAVEL ROAD / - J J FORCE MAIN FOR & TRUNK CONTINUATION . WATERCOURSE - - SEE FIG AE.4_ IINVOLVEMENT PROPOSED PUMP STATION ?. EXISTING; PUMP -STATION,(TO_BE ABANDONED) \ CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT ` ENGINEERING DIVISION CHARLOTTE, NORTH CAROLINA McCULLOUGH BRANCH OUTFALL AND PUMP STATION FIGURE %r SCALE: 1"=4001 No. 401? 10, END OJECT , S,` I T - WETLAND 20.5 FORCE%AIN FOR CONTINUATION //,t ?m SEE FIGURE 3 e.o' / FORCE MAIN . `N & TRUNK AIN 411# ww air 1 / • h ?\ ?3 1 c,6 . EXISTING PUMP,-', ? ? ?? rb 2 9 co 1 STATION (TO BE,/ /5? • •• vj '-? • , ` w ? I. 39 r ABANDONED), \ ,gyp • ,e- _ / ? ? ? _+ N MA. _ ? i P? ._-- ' \_ _ ? \ ? i? ?S ?y? 351', /? , ?_ -- - 1 -- FORCE MAIN. 11 0 Z9, r z2 D. ri, ((,' 2 A* Ix i 6" .i .... .. Fp .r E MA?IVr ` i , Ile 0, 401 40 A4 .-d wn tur,F.8 ?? a? ?? PINEVILLE/ / ca s?, ? _ Nor J i '? • ?`y CHARLOTTE-MECKLENBURG • UTILITY DEPARTMENT _?• ???? ?? ??? ENGINEERING DIVISION CHARLOTTE, NORTH CAROLINA •?`' _ \ ' McCULLOUGH BRANCH OUTFALL WATERCOURSE AND PUMP STATION INVOLVEMENT` I FIGURE 0 SCALE: V=400' NO. 0 4 Be.n x , A-Inil w U `O • I S2 z u / ? \ `T U. M 04 to C? V 0` ? J V ?zw zo F Z cn W Oa Dz O cn ?d 00 O \ \ \ U AL zF- w U cn?Y O cc CL W Q co WAww 'Da Q Ct Z _ N 4 u0 °Q } ix. - go 30 D ?-? W d U ~ C7 U V/ UN __ • 1 1J VVV •7:..X... ELI i?w• _ _.? _. ,5 . SED. vOL a 200 • CF / WEIR LENGTH 4' JO" SY'CA1101t£ te' STA. 23+59.70 ECPROP. . S7D. 6. T 62 FENCE PROP. MANHOLE E' COAft r•_ SIL w j- TBM WOODS 40N ail in fence post Elev.' 537.79 7FMP. STREAM CROSSING 7; G,? , T 6MP. ?115f. Ey MT EROSION CONTROL SM DET. 1 AD" moc ro -TEMP, 01v6'Q51oA/ DlTGH CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT ?,PT / ??= 44 ENGINEERING DMSION CHARLOTTE, NORTH CAROLINA McCULLOUGH BRANCH OUTFALL 0 AND PUMP STATION vamnw STREAM CROSSING FIGURE NO. TYPICAL SECTION 6